Green Construction Co. v. Department of Transportation

643 A.2d 1129, 164 Pa. Commw. 566, 1994 Pa. Commw. LEXIS 275
CourtCommonwealth Court of Pennsylvania
DecidedJune 7, 1994
Docket137 and 251 C.D. 1993
StatusPublished
Cited by14 cases

This text of 643 A.2d 1129 (Green Construction Co. v. Department of Transportation) is published on Counsel Stack Legal Research, covering Commonwealth Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Green Construction Co. v. Department of Transportation, 643 A.2d 1129, 164 Pa. Commw. 566, 1994 Pa. Commw. LEXIS 275 (Pa. Ct. App. 1994).

Opinion

SMITH, Judge.

Green Construction Company (Green), on its own behalf and to the use of Chapin & Chapin, Inc. (Chapin), Green’s subcontractor; and the Department of Transportation (DOT) cross-appeal from an order of the Board of Claims (Board) awarding Green $1,676,885.76 on a complaint Green filed against DOT *571 seeking $14,730,340.70 in damages and costs arising out of a highway construction contract. The issues presented in this consolidated appeal are whether the Board erred in failing to apply the force account 1 provisions of the contract as the proper measure of damages; in failing to find that Green was entitled to be paid on a force account basis for Class I excavation in 1985 and 1986; whether Chapin is entitled to additional damages on a force account basis; whether the Board properly exercised its discretion in admitting excerpts and testimony relating to DOT’s master diaries; whether the Board erred in failing to exclude the testimony of an expert witness for DOT due to its violation of the Pennsylvania rules of discovery; whether the Board erred by not dismissing DOT’s counterclaim against Green; whether the Board properly calculated the interest due to Green and Chapin; whether the Board properly pro-rated time-related damages.

I.

In July 1984, DOT and Green entered into a contract calling for construction of 2.42 miles of a four-lane, limited-access interstate highway, 1-78, which also included a concrete box culvert and two bridges. The contract plans estimated that over three million cubic yards of Class I excavation and 2.8 million cubic yards of embankment would be required, with two large fills at the north and sound ends of the site. Green was the low bidder on this project with a bid price of $15,689,-753.88. The contract consisted of several documents including DOT’s Form 408 specifications, project plans, and a project schedule that provided a planned duration of 761 calendar days to perform all work, beginning on the date of the notice to proceed, and carried liquidated damages of $300 for each day of work exceeding the 761-day duration.

In July 1984, DOT issued to Green a notice to proceed with the project. Because of numerous delays, which shall be *572 further addressed below, Green substantially completed the project on June 30, 1988, or about 1,445 days after the written notice to proceed. DOT accordingly assessed liquidated damages against Green for 683 calendar days at the contract rate of $300 per day. In May 1990, Green filed with the Board a complaint on its own behalf and on behalf of Chapin, one of its paving subcontractors, alleging, inter alia, that it incurred additional costs in 1985 caused by the impact of excessive DOT requirements on Class I excavation; DOT’s actions constituted actual or constructive fraud upon Green; a DOT-imposed work suspension disrupted Green from its embankment operations; DOT was required to compensate Green for its costs pursuant to force account provisions of the contract; DOT issued extra work orders without granting additional contract time; DOT failed to design the project in a manner which would permit Green to be able to timely perform the work; the assessment of liquidated damages was improper because the delay was caused solely by DOT’s own acts; DOT’s delays and contract changes required Green to incur subcontractor delay damage claims; and DOT improperly rejected payment for standby equipment under force account. 2

II.

After hearings, the Board made the following findings of fact. During the course of designing the project, Benatec Associates (Benatec), DOT’s engineering consultant, prepared a soils and geological engineering investigation report for the project, incorporated into DOT plans, recommending that during construction of the embankment, special consideration be given to controlling compaction of the embankment and foundation due to the high moisture content and the type of *573 fine-grain material. Also, soil borings were made available to contractors. It was through Green’s site inspection and evaluation of the Benatec survey that Green became aware of the very wet conditions on the south end of the project and hard rock in the north end. Green assumed the rock to be easily “rippable” after observing another company’s drillers in an area adjacent to the project site.

Regarding the project description, contract, and pre-bid background, the Board found, inter alia, that although Green personnel inspected the project site, they took no soil borings, conducted no subsurface investigation, and reviewed neither the Benatec report nor the available soil borings. Further, the calculations Green used in bidding the project did not take into account other operations that might impact the earth-moving project; Green did not consider the moisture content of materials in formulating the bid; Green did not plan on drilling and shooting the rock; and Green’s estimate for the project did not account for any equipment, trucks, or loaders for rock excavation.

With respect to 1984 operations, the Board found that DOT required Green to obtain a Department of Environmental Resources earth disturbance permit; as a result, Green had to devote more time and effort to erosion control and made several force account submissions to DOT, which paid for the extra work; Form 408 required that Green place embankment material, other than rock, in uniform, eight-inch-deep horizontal layers, and that material may not be placed on an embankment made unstable by excessive moisture. In October 1984, there was evidence of instability indicated by “pumping” under weight of construction equipment; Green had started a two-shift operation in October, but stopped such operations on its own accord after only four days; and after the winter shutdown called for by the contract, Green did not resume earth work production until March 7, 1985, although the contract called for production resuming on February 15, 1985. The Board found that Green lost much productive time during its self-imposed suspension of work.

*574 Regarding 1985 operations, the Board found that as of April 1985, Green’s earth work was behind schedule and the soil embankment continued to exhibit instability, as indicated by deep rutting and movement under construction equipment; because of severe rutting in the south embankment caused by Green’s equipment, DOT halted the operation on several occasions in April and May of 1985. In late May, DOT suggested several ways that Green could correct the problem it experienced in achieving stability, including a test which utilized Green equipment already on the site; by August, embankment work on the south end was satisfactory and shaped for drainage; when Green reached the hard rock which needed to be drilled and shot, it ultimately had to rent a fleet of rock excavating equipment; most of Green’s rock excavation consisted of drill and shoot operations; and prior to its 1985 winter shutdown, Green had, pursuant to contract specifications, constructed an earth noise barrier and the required embankments, all of which were stable.

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Bluebook (online)
643 A.2d 1129, 164 Pa. Commw. 566, 1994 Pa. Commw. LEXIS 275, Counsel Stack Legal Research, https://law.counselstack.com/opinion/green-construction-co-v-department-of-transportation-pacommwct-1994.